Stabilised soil layers enhancing performance of transverse-loaded flexible piles on lightly bonded residual soils

• Autor(a) principal: Consoli, Nilo Cesar
• Data de Publicação: 2017
• Outros Autores: Faro, Vitor Pereira, Schnaid, Fernando, Born, Ricardo Bergan
• Tipo de documento: Artigo
• Idioma: eng
• Título da fonte: Repositório Institucional da UFRGS
• Texto Completo: http://hdl.handle.net/10183/264202
• topic: Solo residual; Estabilização do solo; Estacas (Engenharia); Flexible piles; Residual soil; Top soil stabilisation; Lateral load; Pile field-testing

A set of crosswise-loaded flexible piles was tested in binder stabilised top sand layers embedded in lightly bonded residual soil. Slope indicators were used to measure horizontal displacements in free-headed flexible piles during all loading stages. The geometry of the cement stabilised top sand layer surrounding the piles varied from about 2 to 4 times the pile diameter and 0.1 to 0.3 times the pile length. Experimental outcomes present an important enhancement in the performance of the flexible piles under transverse load when a cement stabilised sand layer replaces top residual soil, increasing bearing capacity and reducing maximum horizontal displacements at any given working load. At large horizontal displacements (close to failure), a linear relation is observed between the lateral load and the total lateral area compressing the natural soil around the pile. This evidence helps identifying the pile-soil interaction mechanism and provides sound normalization for test results, both considered necessary steps towards the development of a design concept for predicting lateral pile response.